11-831-008PLAN VIEW, DETAIL 4
SCALE: 1/4"= V
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SCALE: 1/4"= 1'
PLAN VIEW, DETAIL 2
SCALE: 1/4"= 1'
T -111/4" 1 T -1 1/8"
DBL GT24 450 (- -15')
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T -11 1/4" 3'-6 5/8" T -11 114"
DBL GT24 330 (-11')
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DBL GT24 450 ( -15')
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(22) GT24 360 @ 16" O.C.
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DBL GT24 450 ( --15')
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± 4+
DBL GT24 390 ( ^13') 1 DBL GT24 450 ( -16)
(10) GT24 240 @ 16" O.C. BPI (22) GT24 240 @ 16" O.C.
DBL GT24 330 ( -11') I
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A A.2 A.8
PLAN VIEW, DETAIL 1
SCALE: 1/4"= V
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ON
"(22)GT24 450 ( -15') DBL GT24 420 ( -14')
0 @ 16"
3' -11114" 7' -1 1/8" T -111/4" 7' -1 1 /8" T -111/4-
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(8) GT24 240 @ 16" O.C.
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DBL GT24 300 ( -10')
f 16
Q 234 -,- • s
DBL GT24 300 (-10')
1
T -6 3/8" 2' -2"
PLAN VIEW, DETAIL 5
SCALE: 1/4"= V
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PLAN VIEW, DETAIL 6
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7' -61/2" 4'- 011/4" V T -11 1/4" r T -1 1/8" T -11 114" T -6 5/8" T-6 5/8" 3' -11 114"
A A.2 A.8
PLAN VIEW, DETAIL 1
SCALE: 1/4"= V
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ON
"(22)GT24 450 ( -15') DBL GT24 420 ( -14')
0 @ 16"
3' -11114" 7' -1 1/8" T -111/4" 7' -1 1 /8" T -111/4-
7r 7r I
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(8) GT24 240 @ 16" O.C.
I
DBL GT24 300 ( -10')
f 16
Q 234 -,- • s
DBL GT24 300 (-10')
1
T -6 3/8" 2' -2"
PLAN VIEW, DETAIL 5
SCALE: 1/4"= V
6
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PLAN VIEW, DETAIL 6
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FORMttETE LLC
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DATE
SHORING SYSTEM DESIGN CRITERIA
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This shoring Is designed to carry: The dead weight of the wet concrete, plus 50 psf construction live load, plus
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10 psf formwork dead bad, AND NOTHI NG ELSE, Including the stocking of construction materials or
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equipment on ANY slab engaged by the shoring. Refer to ACI 347 Manual SP4 for guidelines
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The maximum calculated shoring leg load Is ®ibs.
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PERI IS NOT RESPONSIBLE FOR THE PERFORMANCE OF THE SHORING SYSTEM IF THE CONTRACTOR
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EXCEEDS THE DESIGN CRITERIA.
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GENERAL ENGINEERING NOTES:
1. Any layout drawing furnished by PER] to customer are provided as a service to conceptually illustrate the assembly of PERT products
i
only. Because PERT does not control jobsite assembly or procedures, grade or quality of materials or equipment supplied by others. it is
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the responsibility of customer to integrate PERT drawings into composite drawings suitably complete for construction purposes consistent
01122011
with safe practice and overall project objectives.
2. These drawings are based on information furniished to PERT by the customer. The goods shown on these drawings may be used in
jurisdictions having local codes with which PERT is not familiar. Accordingly, these drawings are intended to illustrate a proper manner of
use of the goods ordered by the customer under the circumstances specified by the customer, but bears no responsibility for the actual
erection or use of the goods by the customer or any other person, and the customer agrees to idemnify and hold PERT harmless with
respect to any claim or loss arising in connection with the negligence of the erection, maintenance or use of the goods by the customer or
any other person during the time that the goods are leased to or used by the customer.
SUBJECT
3. The customer bears the sole responsibility for ensuring that any erection or use of the goods shown on these drawings conforms to all
INC.
ALL MGM FZBERVM
laws, ordinances and local codes and for checking the accuracy of field details and dimensions.
4. PERT does not provide all items illustrated on these drawings. Those items not supplied by PERT should be erected according to
drawings furnished by their manufacturer or supplier. The final responsibility for design and placement of these items remains with ft
user.
TM DOCUMEN I MAY NOT BE
5. The PERI Engineering Department must be consulted before equipment is erected in a manner other than as shown on these
PRD �.T N0
drawings. Only the Engineering Department Is authorized to make changes on these drawings.
TEAL
6. All job bulkheads and fillers are illustrations only. Contractor is responsible for the fabrication, placement, and structural integrity of each
OR UTi WHOLE OR IN PART
item.
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12-0016685
NAL.
7. Unless proposal states otherwise, PERT does not furnish wood for scaffolds and handrails as a part of the forming system quotation.
OOD
These items are quoted separately.
WAS
TIMBER AND PLYWOOD NOTES:
CONSENT
8. Plywood design is based on American Plywood Association technical data (Plywood for Concrete Forming Brochure v345.773), grain
ENTTHE
S
of face plies are perpendicular to the supports. Plywood continuous over two or more spans. Values are for Finnform 314" subject to
MED
wetting from concrete and deflection limited to 1270.
9. Timber calculation and design criteria are based on dressed sizes conforming to the American softwood timber standards, voluntary
RT
product standard 20-70 United States Department of Commerce National Bureau of Standards and National Design specification -1968
edition revised November, 1970. Moisture content assumed not to exceed 19%. The timber falsework details shown are suggestions and
are based on the following minimum design value. Properties are for Douglas Fir -Larch No.1 stress g aided 1500` size classified 2'to 4"
thick by 6" and wider or equivalent with a 25% Increase for short duration loading.
MUEL D
I�SA A. GREENBERG, P.E.
ISSUED FOR CONSTRUCTION
FL P.E. #34245
❑ IRWIN J. BENSON, P.E.
07112011
FL P.E. #49758
❑ THUY H. HUYNH P.E.
FL P.E. #60122
DANSCO ENGINEERING, L.L.C.
P.O. BOX 3400
A 0711111101 JIM TIt M WOK REH WN
APOLLO BEACH, FL. 33572
CA 25M
GENERAL ARRANGEMENT DRAWING
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PERI FORMWORK SYSTEMS, INC.
11i014NDHVA119 lILVIX FAX +1362 2M
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01122011
DETAILS
COPYRIGHT q MM, PERI FORMWORK SYSTEMS,
SUBJECT
INC.
ALL MGM FZBERVM
TM DOCUMEN I MAY NOT BE
SCJII E
PRD �.T N0
ORAWAiG4i0.
%VISIOti
OR UTi WHOLE OR IN PART
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12-0016685
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CONSENT